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<br /> C� �F � �
<br /> � SYSTEM 8 MODULAR
<br /> - � � SUN � STARS ROOM
<br /> ENGINEERING INFORMATION
<br /> 5005 VETERANS MEMORIAL HIGHWAY EFFECTIVE DATE:6-02 LD
<br /> HOLBROOK NY 11741
<br /> BX,BL MODELS FX,FL MODELS
<br /> SYSTfM 8 GLAZING BAR GLAZING BAR ROOF LIVE ALLOWABLE WIND SPEED ALLOWABLE WIND SPEED
<br /> MODULAR DEPTH O.C.SPACING LOAD EXP.B EXP.C EXP.D EXP.B EXP.C EXP.D
<br /> MODEIS (PSF) (MPH) (MPH) (MPH) (MPH) (MPH) (MPH)
<br /> MLT-9 4 3/8' 3'A 5/8" 45 170 130 115 140 105 95
<br /> 51/2' 3'-0 5/8" 72 170 130 >115 140 105 ' 95
<br /> MLT-12 5��2 3'-0 5I8" 35 140 105 95 125 95 85
<br /> 7 3/4" 3'-0 5/8" 72 140 105 95 125 ' ` 95 85
<br /> MLT-15 7 3!4" 3'-0 5/8" 48 125 95 85 110 85 75
<br /> 9 1/4' 3'-0 5l8" 70 125 95 85 110` 85 75
<br /> MLT-9 4 3l8" 5'-1 1l4" 25 155 120 105 140 105 95
<br /> 5 1/2' S-1 1/4" 42 155 120 ` 105 140 >105 95 `
<br /> MLT-12 51/2' S'-1114" 20 140 105 95 125 95 85
<br /> 7 3/4' - . 5-1 U4' A2 " . 140 105 95 �� :;�� �25 - .'�5.z���� :g'�.�x$5 �s�. .
<br /> MLT-15 7 3/4' S'-1 1l4" 25 125 95 85 110 85 75
<br /> 9 1/4' ''� � � 5-1 1l4' 40 � �:��125� � '95 ;� 85 1�0 �: �`�,� ;?��;�-, . 5'k;:_
<br /> BX,BL MODELS FX,FL MODELS
<br /> HIP GLAZING BAR GLAZING BAR ROOF LIVE ALLOWABLE WIND SPEED ALLOWABLE WIND SPEED
<br /> MODELS DEPTH O.C.SPACING LOAD EXP.B EXP.C EXP,D EXP.B EXP.C EXP.D
<br /> (PSF) (MPH) (MPH) (MPH) (MPH) (MPH) (MPH)
<br /> MlT-9 4 3/8" 3'-0 5/8" 45 170 130 115 140 105 95
<br /> ,,
<br /> _ ;�... 5112' 3'-0 5/8" 70' ; 170 y30�:. , .'- � ;, -. . .... r U5 .L:.�,� :>:.
<br /> MLT-12 5��2� 3'-05/8" 35 140 105 95 125 95 85
<br /> .,,,:� ._ � � ,, � �
<br /> � 7 3!4 . 3,-0 518" 70 140 105.''.. �' �"125°� ,. ,.� , j"� �$5 K;�;::
<br /> MLT-15 �3�4� 3'-0 5/8" 48 125 95 85 110 85 75
<br /> 91/4• 3'-0 5/8' ' S0' 125 ��95 ,,:'' '��5��• �"�1 r., ��85{s ,. �:`� .�l5 �,�'�
<br /> `IN SOME CASES LOADS FOR HIPS CORNERS ARE LESS TNAN ADJOINING UNITS
<br /> NOTE; OSURE 8- SIQENTIAL AREAS,EXP $ RE C-OP�TERRAIN ,EXPO� E D- yl(jTHIN 15 'OF OCc^"�
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<br /> MONTANA NEBRASKA NEVADA NEW HAMPSHIRE NEW JERSEY NEW MEXICO NEW YORK �n+�ouw� N�RTM DAKOTA q-iw qa/�HpMq
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<br /> .5....«.7.�.d... �- -� 1 ''�• � �av � 4� „ NOTES:
<br /> � av
<br /> ��:���:,,J�,t.- .� �' �c�.,��}�R�i, �`�` 1)ROOF RAFTERS ARE GIUE-1AMINATEA NORTF�RN PINE
<br /> �...� �\��' "'�``uc �y\ Jxr .e'
<br /> �''^�-` 2)DEAD LOAD OF ROOF SYSTEM iS 7 PSF
<br /> ORE(',ON PENNSYLVM7U\PUERTO RICO RHODE ISUWD soUT7i CARouNA SOUTM DAKOTA
<br /> �/aµar•.�. .�+ � _a 3)/LLL UNITS SFIOWN OH THIS R4GE AFtE ACCEPUBIE FOR CONSTRUCTION IN
<br /> ��� �`�,�. �.'.rx� ��'�{ '' SEISMIC ZONE 4.
<br /> �, = f: '
<br /> 3 � I��`� 4 A LOCHL PROFESSIONALENGINEER SHOULD DETERMINE TF�SITE SPEGF�C
<br /> - ���� - .,.�,f �� i��. ,LOhDINGANDPERFOftMANYADDITIONALNECESSAF2YCALCUTATIONS.WHICH
<br /> TENNESSEE TEXAS UTAFI VERMpNT v�tc,�� yy��Tp,� �Y tNCLUDE:MINIMUM DESIGN LOADS REQUIF�D BY LOG1L MUNIGFRLITIES,
<br /> �� + ' OR ANY ORIFTING OR UNBALANCED SNOW LOADS PRODIICm BY ADJACENT
<br /> ;�� !�M, STRUCTURES.
<br /> �� � � � ' —
<br /> ���� �� � 5)THIS SUMMN2Y PERTNNSTO TFE STRUCT1JftAL MITEGRITY OF OUR IFIIT UP 10
<br /> THE CONNECTIONS TO iHE DOSTMIG SiRUCT1IRE AND/ORANY NEW
<br /> wEST wRclran +'"�"`�"�`' �ror�• CONSiRUCTION. it�CONNECTIONS TO iHE EXISTING ANDlORANY NEW
<br /> �� �+�'��� D.c. CONSTRUCTION MUST 8E ANALY�DACCOtiDING TO CONDITIONS SPEGFIC TO
<br /> EACH JOB.BY A LO('J�LPROFESSIONIIL ENpNEER.
<br /> 6)ENGINEERS CERTIFICAT1pN_I LAYVRENCE FlSCFIER CERTIFYTFIAT TFIESE
<br /> ETiGMEEPoNG SPECIFICAT10N5 HAVE BEEN PREFARED UI�ER MY DIRECT
<br /> SUPERVISION AND TF4V I AM AREGISTERED PROFESSIONAL ENGINEER IN TME
<br /> sr�res s►awr�. 46
<br /> FILE:ROFENGI7.CDR
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