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SEE SHEET 2
RAMPART SERIES 5500
ALUMINUM TUNDOTS W'AL1l SYSTCM (S
THIS PRODUCE HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE 2014 (57H EDITION)/2017 (Bill EDITION) FLORIDA
BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ).
1BY OR 2BY WOOD BUCKS It BUCK FASTENERS BY CITRUS. MUST BE
DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS
TO THE BUILDING STRUCTURE
ANCHORS SHALL BE CORROSION RESISEANT, SPACED AS SHOWN ON DETAILS
AND INSTALLED PER MANUPS INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE
MATFRNL SHAH BE BEYOND WALL DRESSING OR STUCCO.
A LOAD DURATION INCREASE IS USED IN DESUGN OF ANCHORS INTO WOOD ONLY.
ALL SHIMS TO BE HIGH IMPACT, NON-MEALC AND NON -COMPRESSIBLE.
MATERNLS INCLUDING BUT NOT UMTED TO STEM/METAL SCREWS. THAT
COME INTO CONTACT WTH OTHER DISSIMiWR MATERIALS SHALL MEET ME
REQUIREMENTS OF THE 2014/2017 FLORIDA BLUE. CODE h ADOPTED STANDARDS.
THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROMOE INFORMATION
FOR A SITE SPECIFIC PROJECT. I.B. URE SAFETY OF THIS PRODUCT, ADEQUACY
OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING MOUND OPENING FOR
WATER INFILTRATION RESISTANCE ETC.
CONDITIONS NOT SHOWN IN THIS DRAWING ME TO BE ANALYZED SEPARATELY,
AND TO BE REVIEWED BY BUILDING OFFICIAL.
MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION
IN ACCORDANCE WITH SECTON 1709.9.3 OF FLORIDA BUIMINC CODE.
LABELING TO COMPLY WITH SECTION 17C9.9.2.
ANCHORS TYPE A B OR C
-3 AT EACH ME OF MULLION
SEE SHEET 3
INSTRUCTIONS:
USE CHATS AS FOLLOWS.
.STEP1 DETERMINE
DESIGN WHO PRESSURE NEOUREMEHR BASED
ON WIND Vf10CTY. BID1. HEIGHT. WINO ZONE USING
APPLICABLE ASCE 7 STANDARD.
SEEP 2 CHEM DESIGN LOAD CMACRY FOR A GNEN SPACING
MW HOCK USING CHARS ON SHEET 2
THE CAPACITY SHOulD EXCEED THE DEMIGN LOVED.
STEP 3 u51N0 CHARTS ON SHCLT 3 SELECT ANCHOR OPDON
WITH DESIGN VYll CAPACITY MORE THAN DESIGN LOAD
SPECIFIED IN SDP 1 ABOVE.
STEP 4 THE DOWRT VALUE RESULTING FROM STEPS 2 AND 3
THAT EXCEED THE DESIGN WIND PRESSURES DETERMINED
THRU STEP 1 SWLL APPLY TO ENTIRE SYSTEM.
STEP 5 FOR SYSTEMS WTH UWNCHORED JAMBS. USING SMET 5.
OEIENOWNE THE MIN. @ MAX. GAP DNENSIONS.
TL MM3bRs A, B OR C
ATIEAC 2
S EEf 2
DAYLITE OPENINGS SINGLE '0' PANEL•
DLO WIDTH . FRAME WIDTH - 4.50•
DLO HEIGHT FRAME HEIGHT - 5.50'
PRODUCT COMPLIES WITH REQUIREMENTS OF ANSI Z97.1.
THIS SYSTEM IS RATED FOR SMALL MISSILE IMPACT.
F.B.C. APPROVED NPACT RESISTANT SHUTTERS REQUIRED
FOR INSTALADONS UP TO 30 FT. OF GRADE.
SKUTIEAS NOT REOD. FOR INSTALLATIONS ABOVE 30 FT. OF GRADE
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MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEEGS
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INTO CONCRETE - 2-1/2' MIN.
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INTO FA.C. APPROVED MULLIONS
OR
INTO METAL STRUCTURES (HEAD/SILL)
(D) THREADS MIN. TO WEND BEYOND METAL THICKNESS
ALUMINUM: 1/B' THK. MIN. (6060-75 MIN.)
STEEL 1/8' THK. MIN. (Fy - 36 KSI MIN.)
C5 M COMBO WITH N NUM TO K MATED OR PN REO)
ANCHOR EOGF OISTMICES
INFO METAL SIHUMRE /2' MIN. L — — — — —
WOOD AT HE10 OR SILL SC - O.SS MIN.
CONCRETE AT HEAD OR SILL 1'c - 3000 PSI MIN.
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