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ANCHORAGE DESIGN PRESSURE RATING IMPACT RATING EXAMPLE FOR 28-1/8'MAX.O.C. ANCHORAGE EXAMPLE RAMUS40p '�' \ /__1 — 52-I)W MAX.SUCK WIDTH MAX O�C. FOR ARCH-TOP HEADER 111_� FROM HEADER(SIM FOR ALL VARIES PER REINFORCEMENT NOT RATED FOR FOR 12"MAX. LEVEL, 2 SEAM 30' WINDOW TYPES) SEE SHEETS 6-7 IMPACT RESISTANCE F EE B.SEE MAX D.C. WINCOWTYPES) , }-•'�--^-�L-----ir �.A SHEET3 52-1/8'MAX BUCK 10"MAX.FROM Be S= k SEE 12*MAX FRAME SEAM E S 1-114' 8,SEE_ _4_1 30'MAX-O.C. 12"111 SHEET3 _j FIXED VISIBLE! D.SEE 8&9 Tj SHEET3 1 UGHTWIDTH _t: - SHEFT4 ::71 E S A,SE 12*MAX. S 8,SEE 30"MAX.O.C. 12"MAX SHEET3 HEET3 S C.SEE EQUALLY FIXED HErT4j EQUALLYIGHT ANCHORS 117-7/8"MAX.C.C. SHEET ACED j; HEIGHT +i + VISIBLE A,SEE F 17-7/B'MAX O.C.0 C SPACED EET3t TABLES 6&7 EQUALLY CH[SRp CH SPACEDJ 17-7/6"MAX. ANCHORS PER .78" O.C. TABLES 6&7 SIAX AN ORS PER 84� 0 BUCK - 84" L2 I TABLES 6&7 62* o BUCK MAX HEIGHT MAX. HEIGHT BUCKBUCK x x 10"MAX.O�C. 10'MAX A SHOWN HEIGHT HEIGHT (91.79" AS x 13-314"MAX D.C. MAX.) EQUALLY 13-3/4'MAX.D.C. EQUALLY -3/4"MAX OC. EQUALLY i SPACED I PACED SEE ji SPACED ANCHORS PER ANCHORSPER LtGtKgT TABLES 6 7 TABLES 6&7 HEIGHT ORS'�M LEB� AIICA TABLES EETS Al A 8&9 f ......- MAX _JA /2-MAX. 8_.__[_JNOANCH.RSAT&LL SASH VISIBLE a _j NO ANCHORSAT�ILL SESSIULWEEP- t SEE SILL WEEP- t SEE SILL WEEP- IT X�wl --4 LIGHT WIDTH NOTCH DETAILS, _EP_ 62-1/8"MAX -118"MAX.BUCK WIDTH S SILL wC BUCK WIDTI �ill NOTCH DETAILS, 52 NOTCH DETAILS, NEDCH DETAILS, SHEET3 SHEET3 SHEET3 SHEET4 ELEVATION FOR TYP.EQUAL LEG FRAME ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP. FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH ORIEUPROVIEW CONFIGURATION FOR CUSTOM COTTAGE CONFIGURATION UP TO ANCHORED THROUGH THE NAIL-FIN GENERAL NOTES:SERIES 5400 NON-IMPACT RESISTANT SINGLE HUNG WINDOW 75'HEIGHT SEE TABLES 4-7 (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(mvHZ). 2)SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. GENERAL NOTES......................................... 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ELEVATIONS_.........__...._._.....:_.„._............_..... ASTM COO CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KS1 PER ANCHOR TYPE. FRAME,GLASS&ANCHOR OPTIONS_..__..„...-2 Q ALL WOOD BUCKS LESS THAN 1-1/2-THICK ARE TO BE CONSIDERED IX INSTALLATIONS-1 X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS INSTALLATION.FLANGE&EQUAL LEG/BQX_,3 DEPICTED AS 2X ARE 1-1/2'THICK OR GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN INSTALLATION,INTEGRAL FIN&J-CHANNEL...4 AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). GLAZING DETAILS.......„._..................................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•............__ - 6-7 SHOULD BE SEALED.OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND 13 BEYOND THE SCOPE OF THESE INSTRUCTIONS, ANCHOR QUANTITIES......_..........._.......___.....B-9 6)1/4-MAX SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMSCAPABLE OF TRANSFERRING APPLIED LOADS. EXTRUSION PROFILES.........._._........._..............10 7)DESIGN PRESSURES: ASSEMBLY&PARTS LIST.... 11-12 A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TESTING AND GLASS PER ASTM El 3010. CODES I STANDARDS USED: D.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL TESTING AND GLASS PER ASTM E1300. C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASO. :2017 FLORIDA BUILDING CODE(FBC),6TH EDITION 2014 FLORIDA BUILDING CODE(FBC),5TH EDITION 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOAIDS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-113%STRESS INCREASE HAS •ASTM E1300-09 NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION Or ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. -ANSVAF&PA NDS-2015 FOR WOOD CCNSTRUGTIDN PRODUCT REVISED 9)METAL SUBSTRATE To MEET MIN-STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDI'CT10N. -ALUMINUM DESIGN MANUAL,ADM-2015 �mmAying wft�It Fb-4a 10)REFERENCES:TEST REPORTS FTL-79 64;ELCO U LTRACON NOA;ELCO CRETEFLEX NOA:ELCO AGGRE-GATOR NON,EN ERGI WINDOW AND DOOR PROFILES,LTD WHIM&BRONZEILIGHTER :A Sl SIOO-12 BId,8 C d,� SHADES OF CAP COATED PVC EXTRUSION NONS;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSIIAF&PA NOS&ALUMINUMkIIIIISIdIVIVIANUAL A:SC 36D-10 Acceptance 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL, LY Cc iratio USER INSTRUCTIONS: UPDATED TO FBC 2017.-JR- 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT FROM AsCE 7. INYO.58 06/06/17 2)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS. 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 OPENING OBTAINED IN STEP I. 1070 TECHNOLOGY DRIVE GENERAL NOTES&ELEVATION J ROSOWSKI 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 6 OR 7.VERIFY THE ANCHORISUBSTRATE WILL MEET REQUIREMENTS 0 . I- N.VENICE,FL34275 I I FOR YOUR OPENING$CONDITION FROM TABLES 2 CR 3,AND THAT ALL MIN.REQUIREMENTS FROM THIS SHEET-SET ARE MET. (941)4801-1600 • Dd. SINGLE HUNG WINDOW INSTALLATION-N1 105/15/15 5)INSTALL AS PER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION. "d1to, Ll cormi(affQ2017 PGT N NOTROESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J.CHANNEL,FLANGE, fill ALL RJ 30 MUS MREESS&I VN QM Sen-lModvl. SCGIO.' 7" Droving INTEGRAL FIN OR EQUAL LEGIBOX). A.LYKNMILLER,PE. — SH-5400 NTS I shl OF 12 LMD-S'H5400-01 _E3 RE#59705 CERT.OF AUTH.#29290