19-21222 - Laserfiche WebLink

Browse Search

ANCHORAGE ANCHORAGE EXAMPLE I PRESSURERATING IMPACTRATING EXAMPLE FOR 28-1/8'MAX.O.C. 21-518" FOR ARCH-TOP RADIUS-TOP 54'MAX.BUCK WIDTH MAX.O.C. HEADER, M,FOR ALL �DESGN RIES PER REINFORCEMENT LARGE&SMALL MISSILE HEADER(SIM. 12°MAX.FROM LEVEL,SEE SHEETS 6.7 IMPACT RESISTANT i-'—� �� 30" 12"MAX. / WINDOW TYPES) FOR ALL FRAME SEAM WINDOW TYPES) SHEET 3~- --�B,SEEMAX.O.C. / 52-118"MAX.BUCK WIDTH 10"MAX.FROM SEE SHEETS 1-114" J A,SEE!--. -'T'-1 12'MAX. FRAME SEAM D,SEE _ _-� B&9 B.SEE 30'MAX.O.C. � SHEET 3 FIXED VISIBLE * / SHEET3 -I-+�-I--12"MAX' i I _L SHEET4� I LIGHT WIDTH _ I B,SEE --_-- 30•MAX.O.C.-� 12'MAX. C,SEE .-Y.� A.SEE r' 12'MAX. I I SHEET 3 �— SHEEf3t j FIXED SHEET4i I EQUALLY I I / VISIBLE T A.SEE - 1 IS"IAX 17-7/8"MAX.O.C. SPACmLIGHT 17-718'MAX.O.C. SHEET3EQUALLY ANCHORSPER HEIGHT EQUALLYSPACED TABLES 9-11 .O.C. ANCHORS PER I / 91.X. SPACED TABLES 9-11 I I / MAX. ANCHORS PER I I �• O I I 62• Q I BUCK O 84" 2� BUCK TABLES 9-11 I I - HEIGHT MAX. I HEIGHT -� MAX. T 10"MAX.O.C. BUCK AS SHOWN X I 10"MAX.O.C. BUCK HEIGHT X I I Q 10"MAX.O.C. X I !1 HEIGHT 1 X I Q (91.78' —L - I — MAX.) EQUALLY /--- 13-314"MAX.O.C. EQUALLY L---/7 SASH 13.3/4"MAX.O.C. EQUALLY / 13-314'MAX.O.C. SPACED I�- SPACED / VISIBLE i SPACED L----/---- -- SEE ANCHORSPER ANCHORS PER LIGHT ANCHORS PER I / + SHEETS / 1 TABLES 9-11 I / A TABLES 9-11 / HEIGHT TABLES 9-11 / A 8&9 C 1 j Al J I 6.1/2'MAX. s-1rr n1Ax. s-1Iz•MAx NO ANCHORS ATSILL NOANCHORS AT SILL _JNO ANCHORS A7SILL 1 D 1-1/4•• J B f---J B I SEE SILL WEEP- SEE SILL WEEP- S�- 54"MAX.BUCK WIDTH -�- NOTCH DETSEE SILL N S, SASH VISIBLE NOTCH DETAILS, 54"MAX.BUCK WIDTH - - NOTCH DETAILS, NOTCH DETAILS, SHEET3 LIGHT WIDTH SHEET3 SHEET3 SHEET4 ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME ELEVATION FOR TYP.EQUAL LEG FRAME ELEVATION FOR TYP.FLANGE FRAME SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH ORIEL/PROVIEW CONFIGURATION FOR CUSTOM COTTAGE CONFIGURATION UP TO ANCHORED THROUGH THE NAIL-FIN 75"HEIGHT SEE TABLES 4-11 (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) GENERAL NOTES:SERIES 5500 IMPACT RESISTANT SINGLE HUNG WINDOW 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE.INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). GENERAL NOTES.................................................1 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD LITE(CAP)MUSTTEMPERED. ELEVATIONS............................................_........... 1 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY.USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, FRAME,GLASS&ANCHOR OPTIONS.................2 ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. INSTALLATION,FLANGE&EQUAL LEGIBOX.....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 1-1/2°THICK OR GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN GLAZING DETAILS................................................5 AND INSTALLATION IS THE RESPONSIBILITY OFTHE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). DESIGN PRESSURES...........................................6-7 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 ANCHOR QUANTITIES........ B-10 SHOULD BE SEALED.OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. EXTRUSION PROFILES.......................... 11 6)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. ASSEMBLY&PARTS LIST...................................12-13 7)DESIGN PRESSURES: CODES I STANDARDS USED: A NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. •2017 FLORIDA BUILDING CODE(FBC),6TH EDITION C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. •2014 FLORIDA BUILDING CODE(FBC),5TH EDITION 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS INCREASE HAS NOT BEEN -ASTM E1300-09 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 OTHER •ANSUAF&PA NDS-2015 FOR WOOD CONSTRUCTION DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. -ALUMINUM DESIGN MANUAL,ADM-2015 PRODUCT RE VISE. 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 SI OO-12 ..—plying�� F��ti 10)REFERENCES:TEST REPORTS FTL-7964&7966;ELCO ULTRACON NOA;ELCO CRETEFLEX NOA;ELCO AGGRE-GATOR NOA;ENERGI WINDOW AND DOOR PROFILES,LTD WHITE&BRONZE/LIGHTER •alsc360-10 Bai ene r Couc A�epr4 4 17 tza3a•o520'!�SHADES OF CAP COATED PVC EXTRUSION NOA'S;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSUAF&PA NDS&ALUMINUM I UAL •�• pdLe 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. \\ i, Revlslon: ANY LYN/yM/.,�� UPDATED TO FBC 2017.-JR- B° USER INSTRUCTIONS: ��•''�10ENSF'•,1��:� Mani adoPmdutl 06/06/17 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT FROM ASCE 7. Nfto '•� % 2)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS. _�•; •58705 1 3)KNOWING YOUR GLAZING OPTION(TABLE 1),WINDOW CONFIGURATION AND SIZE,DETERMINE YOUR WINDOWS DESIGN = *l ZI 7� -F 0rar'^BY' PRESSURE FROM TABLES 4-8.IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW ="0: '�rr77 i= 1070 TECHNOLOGY DRIVE GENERAL NOTES&ELEVATION J ROSOWSKI OPENING OBTAINED IN STEP 1. .*- r�'•�� N.VENICE,FL 34275 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 9-11.VERIFY THE ANCHOR/SUBSTRATE WILL MEET REQUIREMENTS FOR ��'.. S TE O (V. 770e: Dote: YOUR OPENING'S CONDITION FROMTABLES2 OR 3,ANDTHATALL MIN.REQUIREMENTS FROM THIS SHEET-SET ARE MET. %� '•,;c(ORIDP.•' �� (941}480.1600 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 5)INSTALL AS PER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION. "iSs/ •.. •' ��G'�� copYPoGM 02MT ',,,'DNAL11 1\ PG MWTRES.INC. Sa ey�ModeL• Scale: SAeet Dmwn9 No. Rev NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL,FLANGE, A LYNN I11�LER`P.E. ALL Rloxi9 RESERVED INTEGRAL FIN OR EQUAL LEGIBOX). P.E.#58705 CERT.OF AUTH.#29296 SH-5500 TUTS 1 OF 13 MD-SH5500-01 B