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16-17661
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16-17661
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Last modified
7/18/2017 7:05:31 AM
Creation date
7/18/2017 7:05:30 AM
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Building Department
Company Name
MAJESTIC OAKS
Building Department - Doc Type
Permit
Permit #
16-17661
Building Department - Name
NHC-FL 115 LLC
Address
39533 CYPRESS POINT LN LOT 179
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�� i <br /> , o � � � � 'i" <br /> � STEP 2. DE�IGN F9�iNiE �UPPCaFt�S <br /> {Homes tA�i$hoaat P�ricr���er �lockir�g} � <br /> DETERiUiINE LOCATIONS � • �� <br /> '� All homes require regularly spaced supports along ail main frame I-beams.Select spac- gQacing frame supports. <br /> � ing between supparts and sketch them on the support plan.Keep in mind that frarne sup- 7'here must be a suppo�#to- <br /> li ports under homes with 8"deep I-beams may be no more than eight feet apart.Those cated near the end of each <br /> i� under homes with 10"or 12"deep!-beams may be no more than 10 feet apart.Generally, �_�,�am such#tiat there is na <br /> ;� grester distances between supports wi11 require{argec fao#ings. mare than 24 inches of <br /> i: Figure 10 shaws typical frame support locations. beam past the edge of the <br /> support. <br /> l <br /> �, <br /> II 3itle+Nal1(Perimeter Poln[�oa�Piers <br /> iRxqu¢Ec4 ai Operdngs 4 fl or 6ceater Anot PEers <br /> Ef 1-6eam Frame <br /> f �-.,.. <br /> Marriage Wall{Potnt-Load)Piers F�9ure 10.Typrcal supporf <br /> Requlred at Openlr�gs 4ft or Greater locations for homes not <br /> requirrng regularty spaced <br /> Frame Pieis perimefer supporfs <br /> l <br /> or a �m Frame� <br /> i <br /> �omh Past Piers �{ <br /> k <br /> 4 <br /> CIa0tPI815 <br /> CALCULATE LOf1L1S <br /> t3se 7a61e 6 to determine fhe toads on frame supports,Find the column wifh the appro- <br /> priete roof load and section width.Find the row corresponding to the selected support <br /> spacing.The rtumber in the intersecting cell is the laad. <br /> Loads on all frame supparts can be assumed ta be equal if support spacing is equal. <br /> However,if different support sgacings are used then each support with a different spac- <br /> ing shov[d be calculated separately. <br /> Note the location and load required of each support on the sketch. <br /> TABLE 6. LOAD ON PRAME SUPPOi2TS FOR HOi6tt1ES NdT REQUtR1MG PERiMETE12 BLOCKIRfG--Ibs. <br /> .. . - . <br /> � - - f - •+ - - <br /> - - •- - - .- - <br /> 2490 2820 3190 3BQ4 2890 3170 3520 4034 3120 3520 3900 <br /> • F_.��._TM_��.:,...v��_�._._..mmM . . .,�..>�..._;�__..x.._._.ix_._,,_.._._f_�..___,.�.�.�__�_..-_-e.�,� <br /> 3730 ' �� 4230. -,. ._,_,___..�._ ,.,_._N..___..__,�.___._.. , 5270- , -6040 ,.. 468Q � '5280'� ' S840 <br /> � 471Q ,,_�__5A00�' A210�-rn 4760,=..___._ .�:__.:�...._„___:...:_,.__._,�.__,.---.____._�.._______v <br /> 4980 5640 6270 7240 5610 6340 7030 $O60 6240 7040 7790 <br /> _._._,___�__.,..._._,_ _.__ ._..._,,,_�._..___�._,-._....�__.,_:---..�,.�._.__._�_._.�—._._._,—�.._�__,_._�..___._____�._ ___--.--- <br /> � 622d �. 7d4d 7840.,�:; _ �OSO 7920 8790 � - 78fl{S � 8804 ` 9730 <br /> ��,��OF AC.qB� <br /> 9 <br /> r s e •b " ' • � PHILLlP J_ 9 <br /> COP ND ' <br /> ' �-s-$ie�i,at� <br /> � r� � EN�iNEER � <br /> r,l N�. ;s <br /> 32035 <br /> .O ( <br /> �Xess�ona!E'n9�Ogo <br /> June 1,2015 <br /> � <br /> . <br /> �MANYPALTYR[OOEM1YiU40.T Manufacturer's Installat3an Manual-June 2015 �g <br />
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