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16-17358
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2016
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16-17358
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Last modified
11/1/2016 9:36:45 AM
Creation date
11/1/2016 9:35:19 AM
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Building Department
Company Name
GRAND HORIZONS
Building Department - Doc Type
Permit
Permit #
16-17358
Building Department - Name
NEEBAR,CHANDRA
Address
37341 GILL AVE LOT 174
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.� <br /> i <br /> GENERAL NOTES. ANCHOR LOCATIONS 8 SPACING � ' <br /> 1)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO ��37-3/8'OVERALL MAX. ��73-3/8'OVERALL MAX.---;� I <br /> COMPLY WITH THE FLORIDA BUILDING CODE FORTHE DESIGN � 36'BUCK MAX.(Z-BAR) �--72'BUCK MAX.(Z-BAR) �I <br /> PRESSURES LISTED. _� <br /> 13-1116" ' � 13-1/16" <br /> 2)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-12'THICK 1X MAX. � MAX. � <br /> WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO � 80-11/16" � <br /> SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2X ARE 1-12'THICK OR SH OR PW � SH OR PW SH OR PW j <br /> I I OVERALL � 80-11l16" <br /> GREATER.ATTACHMENT METHOD OF WOOD BUCKS SHALL BE DONE INSERT yp•Mqy, INSERT INSERT i <br /> BY OTHERS. z7"��2�� MAX• 2�-��z� OVERALL <br /> - MAX. � MAX. MAX. � <br /> 3)SEE TABLE FOR MINIMUM EDOE DISTANCE FROM CENTER OF // o SEE 8�"BUCK �" O 80'BUCK I <br /> - ANCHOR TO SUBSTRATE EDGE(EXCLUDING FINISH OR STUCCO). �-- NOTE M� �- MAX j <br /> 4)SHIM EACH ANCHOR LOCATION WHERE THE PF20DUCT IS NOT A �Z"BAR� � �� � (Z-BAR) j <br /> FLUSH TO THE SUBSTRATE,USING SHIMS CP3'ABLE OF � � <br /> TRANSFERRING APPLIED LOADS. 21•M�, I <br /> i /� <br /> 5)ANCHORS SHALL BE COATED OR CORROSION RESISTANTAS � � � � � ,y I <br /> APPROPRIATE FOR SUBSTRATE MATEF7IAL DISSIMILAR MATERIALS 12-5/8� �� v 12-5/8' i <br /> SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. Mq}(. , , My�(. � <br /> ALUMINUkA SHALL BE PROTECTED FROM DISSIMILAR MATERIALS AS i i i i � i <br /> 3-15H 6" <br /> SPECIFIED IN THE FLORIDA BUILDING CODE. �.J'14-7/8' -�-' �-- �4���8� � I--6" 3-15/16` <br /> • I MAX.� MAX. MAX.�� 'I f��v1AX.-� � MAX. <br /> 6)ADHESIVE SEALANT SHALL BE USED BETWEEN SUBSTRATE AND 6'-8'HI SINGLE(X) 6'-B'HI DOUBLE(XX) � <br /> FLANGE OR FIN. OVER.4LL SEALING/FLASHING STRATEGY FOR WA7ER <br /> RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS. <br /> 7)MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN � 37-3/8"OVERALL MAX. �73-3/8'OVERALL MAX.—�I <br /> PINE,2.7 K51 CONCRETE AND CONCRETE MASONRY UNITS i �- �� 36'BUCK MAX.(Z-BAR) � �t---72"BUCK MAX.(2-BAR)-yl <br /> COMPLYING WITH ASTM C-B0.GLAZING COMPLIES WITH ASTM E1300. � � �� i � <br /> 13-1/16' 13-1/'16' � <br /> B)THE 113 STRESS INCREASE WAS NOT USED IN THIS NOTE A. <br /> ANCHOR EVALUATION.THE t.fi LOAD DURATION FACTOR � SH OR PW � 96-11/16' � SH OR PW SH OR PW <br /> WAS USED FOR THE EVALUATION OF WOOD SCREWS. ANCHORS ARE OVERALL 96-11l16' � <br /> REQUIRED INSERT INSERT INSERT <br /> 8)IF THE EXACT PRODUCT SIZE IS NOT LISTED IN THE WITHIN 3'OF THE 23-314'MAX. �p�(. OVERALL j <br /> TABLES,ALWAYS ROUND UP TO THE NEXT LAf2GER VALUE. CENTERLINE OF ' M�� ' <br /> THE HANDLE T �� 96'BUCK � <br /> ' AND/OR j 12-1(4' � ' <br /> MAX <br /> DEADBOLT 23-5I8" _ M�� 23-5/8" (Z-BAR) <br /> TABLE i: M�(. O SEE MAX. o <br /> MchofType Substrate Mln.Edge Min. _f_ _ // NOTE 96"BUCK �___ � // <br /> �ist. Embodment A A M� �� <br /> wood�sa,inem aine) s�is• �-a�a � (Z-BAR) I <br /> i <br /> #72 Sleel SMS Sleel Slud Gr33 3l8' .045(18 GA) 21'MAX. � . <br /> � Aluminurt�-6063T5 3!8' 1I8' � �C) � � (��y � I <br /> Sleel,A38 3ie- 1/e' 12- /5 g• /� i �' �` 12_ /5 g" � � <br /> 1!4"Mesonry Concrele 1" 1-3/8' MAX. � � � � � � � � � MAX. 1�_ � <br /> Mchor Hollovr CMu 2-1/2' 1-t/a' � 3-15/16' 14-718' � J� � ' <br /> 14-7le' '�^� I 6" _� I__ 3-15/16" <br /> NOTE:FORALLMETALSU�STMTE5,6CREWEMOEOMENTSNALIBEMIN.3TMREIDS � M��` I MAX, MqX �'"I � �MAX �-- MAX ' <br /> BEYOND INSIOE FACE OF FUTERIAL <br /> 8'-0'HI SINGLE(X� ,i,t(;; B'-0'HI DOUBLE XX <br /> TABLE 2: <br /> AsTested Canfigurnflonc "::: '::,�;�� °in� aa y""� m'���'+�'o+aumrairm � <br /> Mex.Nam. Swing �P Lertlflw[lon ����� - J.ROSOWSKI 09130/11 ALUMINUM 6063T6 ����^'�� � <br /> ```�_`r.,.•c rotamsa.�;am�mrnmmvrcevrut <br /> � <br /> Configuralion Freme Type Sill Type Glass � n.mm� <br /> Size(In) Direction (PSF) Number _ - 5 - !°°'�`µr��°°°�''`r°x i <br /> :a�C . _ , � wwrowmncurnca�aswnwner <br /> ' �` - •- roys:uru��cr�u.aoan <br /> 36z80 Singlo(� Ouf-swing 2-DarlBox High@umper). t1-50 ].90-769,791 - ,� "J� ' _,•- f <br /> �6z96 Single(� Out•swing Z-DarlBoz Medlum(bumper) +�-35 �792 M�2��g^ - �•/ d�S 1�;=� � �� t <br /> 72z9B DouWe()OQ Oul-Swing Z-baflBox Madium(bumpef) +/-35 Temp., - (� �,,cG � .107UTECHNOLOOY DRIVE I <br /> 38xBB Single(� OuVln-sviing Z-barlBoz Low(satldle) +l-35• Mono,ar I.G. � i� ' r�'��,�j � N O K O M I S,F L 3 4 2 7 5 T� i <br /> �3,�a ,%;7 _r;,�. • - FLCERT OFA�TH. 292� CABANA DOOR INSTALLATION <br /> 72x96 Doude()OQ OWIn-swing Z-barlBa� Low(saddle) +!-35• , .C� '-� ' � <br /> 'Limited Weter(Waler Infillrellon Tested at 0 psq. ;~a,,i,r'�h�^�� • A.Lynn Miller,P.E. s----`�" �"' °it a'"`°^�` ""' i <br /> ;���,i��5'� P.E.#58705 CD-290 NTS 1 of 3 1093011JR <br /> I <br />
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