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14-15480
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14-15480
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Last modified
8/18/2015 8:15:19 AM
Creation date
8/18/2015 8:15:14 AM
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Building Department
Company Name
ORANGE BLOSSOM RANCH
Building Department - Doc Type
Permit
Permit #
14-15480
Building Department - Name
SNYDER,BRUCE & LORRAINE
Address
4508 BLOSSOM BLVD
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SUITABLE FOR ALL LOCATIONS REQUIRING <br /> NON-IMPACT OR LARGE AND SMALL GENERAL NOTES: °���� x€ <br /> MISSILE IMPACT-RESISTANT PRODUCTS �)pETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADbITION TO ANY ANCHORS REQUIRED FOR THE ��� 6 <br /> GENERAL NOTES. ... 7 <br /> FENESTRATION PRODUCT INSTAILATtON.TYPICAL APPLICATIONS ARE SHOWN.EACH SIlUATION IS UNIQUE AND SHOULD BE �- <br /> INSTRUCTIONS.............. <br /> EVALUATED BY AN EXPERIENCED INSTALIER FOR THE BEST INSTALLATION METHOD.OPTIONAL 7X OR 2X WOOD BUCKS IF USED, E�EVnT10N5.... ... ._. ... 7 ° � <br /> FIOURE 1: MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. Mu�l7o 2X wo0o.... ... p �x° <br /> MULTIPLE OPEMN(i WIDTH FOR VEiiTICAIMULI���'� AILCHE9 TOBE MULL TO 7X 8 MASONRY. .,..,.2 a V <br /> MULLIONS � / -� SEE DETAILS ' �cRieeo iNSioe p�7}�E TYPE AND NUMBER OF ANCHOR3IS CR�TICAL TO 7HE STRUCTURAL PERFORMANCE OF THE MULLED UP11TS.MULLIONS INSTALU1TpN NOTES.._. .-.2 d <br /> RECTANGULAH MULI TO MASONRV.......................3 <br /> A-D,G,H; I HAVE BEEN TESTED AS'FREE-FLOATING"AND DO NOT NEEb TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHAIL <br /> SHME MULL T03TEEL STUO. 3 <br /> SHEETS 23 NOT HAVE A OAP OF MORE THAN 1/4"FROM THE CLIP. ��} <br /> -- -- —- MULLTOMULL. .........................3 <br /> ANCHORSPECS. ._. ._.3 � y y� <br /> i i� �i i J��`� 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED ALTERNATATE CLIPS....,.._. ....4 O <br /> i i \��♦ DESI6N PRESSURE.MULLtONS ARE CALCULATED TO OEFLECT NO MORE THAN U1B0.THE�/3 STI3ESS INCREASE WAS NOT USED 0AY MULL MSTALtATION. .4 <br /> ���// � //��\` IN TH19 ANCHOR EVALUATION.THE 1.8 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. 1 X 2 X.726 MULL 6PEC3........._.6 J <br /> 1 X 2 X.376 MULL SPECS. .8 <br /> / \ 1 X 7.76 X.376 MULL SPECS._. ._7 <br /> / \ 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILI7V OF OTHERS AND IS BEYOND 7HE SCOPE OF THESE � �� <br /> INSTRUCTIONS. iX2.76X.66MULLSPECS.... .6 Z � <br /> SEE OETMS ,1� 7 X 3.126 X.600 MULL SPECS. .B W Q O <br /> SHEE S 2 3 / I / ��I / SEE DETAILS 1%4 X.126 MULL SPECS. .... 10 m h M <br /> 1 A tF�U c; 5)USE THE COMBINED WIDTH OR HEIGHT OF ONLY 7W0 ADJACENT FENESTRA710N PRODUCTS TO DETERMINE PRESSURES AND 1 X 4 X.376 MULI SPECS.... 11 � � � <br /> 1 ����-- srieers 2a ANCHORAOE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 27.FOR MULTIPLE UNITS,CANSIDER 126 X 3.7BB X 286 MULL SPEC5...12 <br /> � �� � i 1 I / � � ONIV 7W0 ADJACENT UNITS AT A TIME WHEN USINO THE DESION PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN 4 X 4 X.26 MU�L SPECS. 13 <br /> OPEMNG 2 X 8 X.26 MULL SPECS. .. 14 � W� �' <br /> � • HEIGHT �ESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY 1,28 X 2.11 X 725 MULL SPECS. i6 J Q� � � <br /> �� K�1 JO'X 3.26 BAY MULL SPECS...,.,..16 � <br /> �ETlc�liti HORIZONTAL 8)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). .16•X 3.26 BAY MUIL SPECS. � <br /> MULI 17 <br /> �/ �/ SEE oETAILE, N0.ILLION 8 CLIP DIMENSIONS. 18-20 � � � <br /> SHEET 3 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTIiERS,MUST EXAMPLES 1 8 4.... ._21 � <br /> 6E/1NCHORED PROPERLY TO TRANSFER LOADS TO THE STRl1C7URE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT LOADING EXAMPLES. .................ZZ Z O Z N <br /> AS APPROPRIATE FOR SUBS7RATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED A3 REQUIRED TO PREVENT Q � <br /> REACTIONS. � �� �°� <br /> FENESTRATION <br /> PROOUCis nuV B)REFERENCE:TEST REPOR7S:FTL-8443;ELCO ULTRACON/AOGRE-GATOR NOA'S;ANSI/AFdPA NDS FOR WOOD CONSTRUCTION; � W � <br /> Musre�T�E� ADM-ALUMINUMDESIONMANUAL Z tA <br /> H <br /> i i I _ er acr. 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED B TESTED TO COMPLV WffH THE REaUIREMENTS OF TFIE FLORIDA BUIIDMG ,d U' O <br /> =_-I i r_ CODE,AN�ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULIIONS ARE ONLY TO BE USED WITH a gpr Z y <br /> � PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. �� � ��� <br /> 9EE DETAILB <br /> Hq�¢orrr,u, A•o,�,H; 10)MULl10NS ARE IN COMPLIANCE FOR USC IN THE FIVFiZ. - ° <br /> MtILL SHEETS 4-3 <br /> LENGTH HORIZOP7rAL <br /> �� INSTRUCTIONS: <br /> LENOTH <br /> 1)DETERMINE TNE DESIGN PRESSURE REQUIREMENT(LBSIFP)FOR THE OPENING USIN6 THE ABCE-7 STANDARD. <br /> 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PROWCTS FRAME DEPTH. <br /> 3)REFER TO SHEET 22 TO DETERMINE IF THE WIND LOADING IS"RECTANGULAR"OR"TRIANGULAR/TRAPEZOIDAL' <br /> ADDRIONAL EXAMPLES OF MULL CONFIGURATIONS: PROI)UCT REVISGD <br /> 4)FIND THE CHOSEN MULLION'S MULLION CAPACITY(L8S/Ff')FROM TABLES tA THROUGH 13A,ON SHEETS 6 THROUGH 17 qy�n d i� ilh Iha Fktide <br /> RESPECTIVELY,USINO 7HE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGM(DEPENDING iF THE MULLION IS SPANNING "'�y'�`" <br /> �-HORIZ.MULL LENOTH—� b������^6�^� <br /> MUy f---OPE�7a wroiH---1 VERTICALLY OR HORIZONTALLY).TFIE MULIION CAPACITY(LBS/FT')OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE Accc➢���«No 2.01 <br /> '�LENe7H f" � REQUIREMENT(LBS/FT')FOR TFIE OPENING 097AINED IN STEP 1). <br /> � 4 Expim�ion Dnre �I� <br /> p f <br /> T OaeMNO - 5)FROM 7HE SAME TABLE USED IN STEP A)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED[LBS).THIS Oy <br /> ���T VALUE REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAM THE FULL Miam' xdo Praducl C <br /> oPE Mu�� �' �' H0R1z VER7. MULLION CAPACITY �I I I I <br /> HEI�HT I.ENGTN MUIL ' <br /> � � � MUL� � � � ��H g)FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRA7E CONDITION(MULTIPLE ` `��`�,��VNN ti�����!,�/ <br /> ANCHOR/SUBSTRATE/ANCHOR-CLIP PATTERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED \�.Z.�,.\GgNSf �' � � <br /> qNCHOR CAPACITY IS MET. � 2•' � '* % <br /> � � g705 � <br /> SINGLE MULLION SINGLE MULLION �FOR VEHTI�nnl�� � 7)IF THE MULLION CAPACITY(LBS/FT')OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBSIF7') =*; N�•5 : - <br /> � orEr+iNC t+norH FOR THE OPENING,YOU MAY USE THE"ANCHOR CAPACITY ADJUS7MENT FORMULA"TO 08TAIN THE LOWER ANCHOR CAPACI7V _ : ,7I �j/L1---;w_ <br /> FOR VERTICAL MULL REQUIRED.WITH THIS VALUE A LOWER ANCHOR CAPACITV OPTION MAY BE SEIECTEU FOR THE 8AME SUBSTRATE _ '• (�. 1 301 I) <br /> '15EE COaRESVONOINO UETAILS MULTIPLE MULLIONS g yERIFY THE DESIGN PRESSURE RATING LBSlFT' FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WI7H THE FINAL ��� '• ST T�bF '�=w� <br /> � FROM FIGURE 1 ABOVE. <br /> MULLION CAPACITY(LBS/FP)OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE 7W0 SHAIL APPIY FOR THE ENTIRE %�,(��'•.,FLOF��P'C1�� <br /> MULLED FENESTRATION PRODUC7 ASSEMBLY /��/�SSIO N A�-��` <br /> 8)HIGHLIGHT OPTION USED AND TABLE VALUES USEO IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. q,LY�fAM111lllL�I�,P.E. <br /> FL P.E.#56705 <br />
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