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<br /> NOTE. INSTALL ANCHORS PER T ical Details for Concrete Installations ���sion Date: Notes.
<br /> MANUPAGTURER'S REQUIREMENTS yp 07/17/2012 Plan Update
<br /> , (2)-SIMPSON"H3"@ I 4"O C.
<br /> �f��; (I I O-I 30mph)OR"SPH4"Q I 6"O.C. ����
<br /> 3/16"GALVANIZED CABLE TIE !":+ �?'
<br /> DObVN ENGINEERIiVG PART ���� (I 50-I 60mph)AND(I) I/2"x4"LAG ;•l�
<br /> �=! BOLT TtiRU BASE PLATE �'
<br /> #5 I 556(OR EQUIVALENT), �=`l` DBI. 2x6 BLOCKING
<br /> TIGIITEN TO 500 LBS OF TENSION r�`�, '�:� REQUIREO FOR
<br /> �, 5/8"DIA.TFiRU BOLT WITtI 2"WASHER, (��
<br /> `�'f' ' A449 GALVANIZED OR EQUIVALENT }�'%J� TFiRU BOLT
<br /> `V�' 1`�l ATTACtiMENT
<br /> MINUTE MAN MMA-I 8 OR EQUAL W/ ;F� h�l;
<br /> 5/8"SIMPSON TITEN OR WED6E-ALL - •--•--a-- I I O MPI1 WIND ZONE• �t r ,,,�%�=.,���-;,.•�=^�„:-.
<br /> ���;=_.�^�i;:..�:
<br /> EMBEDED 3"MIN. INSTALL A �=%.^•'•�?�`-=�'�`-:1�"�M:�'�" '�`'�''"''�'':"��:�°�'"
<br /> ;' ,, �_,.,,�,�;- 5/8"DIA.X 40"GROUND ANCNOR WITH r�r; :;��-��;-;...-r.,.�.:_
<br /> �-:t,._r
<br /> MINIMUM OF 4"FROM SLAB EDGE. �� SINGLE 6"FIELIX(MODEL#59060) t�k'
<br /> - • �+� 130 AND I 50 MPFi WIND ZONE �;•
<br /> �:. ;..;. ;;.." ;.� ' ,. ''' "� 5/8"DIA.X 48"GROUND ANCNOR WITH ��/�\� . `R., �".
<br /> ��:" < ' ' � . ��. " �. ��.� SINGLE 6"IIELIX(MODEL#59065) �������v '. '+" ''° �• '� .
<br /> ,`�/j�;', /:>�� �%.1/��'�%%� 160 MPI1 WIND ZONE- \/ `� %Jr` j/�>'j, j� �
<br /> �::��� `�<�,:�,��!����fi�.� �i, �;:, � ��,�l�� .
<br /> �.l�s/,���yj�;�?�,�-�-• SEE GENERAL NOTE#I O /� �� j�
<br /> (SEE CHART FOR QUANTITIES) �j��/��j���
<br /> ������
<br /> Typical Details for Masonry Block Installations �`l��'
<br /> 3/I 6"GALVANIZED CABLE TIE
<br /> DOWN ENGINEERING PART ,��,t (2)-SIMPSON"t13"@ 14"O C.
<br /> !�5 I 556(OR EQUIVALENT), ''�;;� (I I 0-I 30mph}OR"SPt14"@ I 6"O C. lj%�
<br /> TIGtiTEN TO 500 LBS OF TENSION �'=�-��^�--"''-"•��:•--= (I 50-I 60mph)AND(I j I/2"x4"IAG l;
<br /> �:�•.-.:�-�:��.
<br /> �.- �?,. �, �_-;..:_:;
<br /> �:,;_'.��?,`���>;:.:w`,::�-.�,- �� DBI. 2x6 BLOGKING
<br /> .-- __ _:�-::,:;.�:_. BOLT TtiRU BASE PLATE y1�)
<br /> USE(3)-3/I 6"GALVANIZED CLAMP �r;;( REQUIRED FOR
<br /> �t�: '1�' TFiRU BOLT
<br /> TIE DOWN ENGINEERING PART 5/8"DIA.TFiRU BOLT WITI1 2"WASIIER, '�
<br /> #53806(OR EQUIVALENT) !{'�x8"x'I;S". A449 GALVANIZED OR EQUIVALENT �r'',(%( ATTACt1MENT
<br /> " 8L'bCK�.; I:�(�
<br /> .. , .
<br /> ir�S
<br /> ``� ��,�. �,, .:� �.;.; _..,,...:;�
<br /> ,r 1 r-;:!:-.,.
<br /> I I 0 MPIi bVIND 20NE• ; ;;�a;j ,%;.�i-//\'�i � ,? I I O MPH WIND ZONE- , -�:�'a`=�i?'=�;t'''-
<br /> --
<br /> .� -��-�-�'s,.�.--._'r_
<br /> I/2"DIA.X 30"6ROUND ANCt10R bVITH �`.� �i�T,�j j\���j �`��,� �"-~"—�"
<br /> ,�..,,, ��. �r' 5/8"DIAM..X 40"GROUND ANCFIOR �" °
<br /> .�.
<br /> SINGLE 4"FIELIX (MODEL#59055) ��\;y��r��,,;,����Z�� WITFi SINGIE 6"t1ELIX(MODEL 1�59060) X�
<br /> I 30 AND I 50 MPI1 WIND ZONE �%�,�, �i I 30 AND I 50 MPFi WIND ZONE- c�
<br /> \ �P'7�' �� t,i
<br /> 5/8"DIA.X 40"GROUND ANCFIOR WITH �•;v��k� ' � �;� 4 xB x9�6".• � �
<br /> � ����,, 5/8"DIAM. X 48"GROUND ANCFIOR � ���: gLC7CIC :. \/
<br /> SINGLE 6"11ELIX(MODEL#59060) �;'�, ��,� WITIi SINGLE 6"FIELIX(MODEL#59065) � ��•� ;• !
<br /> i r.
<br /> I 60 MPIi�VIND ZONE- ��>, ;�'�'��`� I 60 MPti WIND ZONE- ',y� �� �/ i
<br /> 5EE GENERAL NOTE#I O '.�� ��;� ��'� ���T`�`� •
<br /> u�.,,� SEE GENERAL NOTE#I O �� ��
<br /> (SEE CIIART FOR QUANTITIES) �`��"' (SEE Ct1ART FOR QUANTITIES) ,
<br /> ��1��T��
<br /> 111LTI KWIK BOLT MIN. I!2"DIAM WITIi � 2x4 STUDS,SEE PLANS FOR SPACING
<br /> A 5 5"MINIMUM EMBEDMENT AND A� ANCHORING SCHEDULE
<br /> I 75"MIN. EDGE DISTANCE.SPACE 2x4 P T BOTfOM PLATE Building Building Max.Block Number 110 130 150 160
<br /> ANCI10R5 AT 5'-0"O C. FOR 6'-0"TO Wtdth Length Spacing of Blocks MPH MPH MPH MPH
<br /> I O'-6"BUILDINGS,4'-O"FOR I O'-6"TO
<br /> 14'-0"BUILDINGS 6'-0° 10'-0" 7'-6° 4 2 2 2 2
<br /> 6'-0° 12'-0" 7'-6" �4 2 2 2 2 I
<br /> - " u ` � 8'-0'� 8'-0' 7'-6" 4 2 2 2 2 I
<br /> �_.__i
<br /> �_� ,�"._.... , --i, . _4 ' a ;.., •• o�..;�';.: _ - - II
<br /> _ N 8,0� �0�_�� ��6" 4� 2 2 2 2
<br /> .. ._.I��.._..,_��`=°_�: 8'0" 12'0" 7'6" 6 2 2 2 2
<br /> , ,.._._.; ,...:.., y • ` , — I
<br /> �;._..__.i �' _.I �,_.:a`. ., ��I. .:_�1 ---- �'..: 8'-0" 14�_�„ 7'-6° 6 3 3 3 3
<br /> , I-__.� �--,� .
<br /> �—�(.— �� �..__..,..'z[,._�_,'*'_,:=�.._..._. _ .. . ,
<br /> �t j� i --�� ---�: M. '�j�.�.--. i �-}�1 .8'-0•..,�16'-0" V 7'-6" 6 3 3 3 3
<br /> _
<br /> _:.1�1.---,:f---=,:I---...l;C;r �. `
<br /> • �..,:.i..-:11.�w..i, i:--I �o._oe �o,_o„ r-o° a z z 2 z
<br /> `�-=-=L�."�'' �o�-o^ iz�-o° ��=o° s�z z z 2
<br /> 12' 10'-0" 14'-0"�m 7'-0° 6 � 3 3 3 3
<br /> 10'-0"�I�16'_0" � 7'_0° � 6 _ � 3 � 3 3 3
<br /> Typical Anchorinq of a Floorless Buildings to Concrete Slab Detail ,o�-o° �__zo�-o�� � ��-o° s � a � 3 3 � 3
<br /> io,_o,—�T24,_o,. ��._._.°� + �o..._.I,a_I a � a a
<br /> 10'-0" 30'-0" 7'-0" 12 5 5 5 5
<br /> DESIGN PARAMETERS "'-0" ,2'-°" ''-°" 6 z 2 z z
<br /> tr=o^ � ta�-o^J ��-o^ �s� z �'z z �z
<br /> I WIND DESIGN PER ASCE 7-I O 1Y-o^ � 16'-0° 7'-0'��,�6�_4��2 I 2 �2 2
<br /> 2 DESIGN WIND SPEED -I I OMPH- I 30MPI1-I 50 MPFi-I 60 MPfi 11'-0" � 20'-0" 7'�0° � e� 3 �3 r 3 �'3
<br /> 3 WIND EXPOSURE CATEGORIES: ir-o'�� 24'�0" � �'-a° �io �� 3 ��
<br /> I I Omph: B', C 4 D - I 30mph: B,C�D - I 50mph: B,C 4 D - I 60mph:B�C � ti'-o° �M3o'-o° � 7'�0" � 12 � 4_� 4� 4 �, 4
<br /> "'"4 bVIND IMPORTANCE FACTOR: I.0 ir-o° � as�-o_� r-o^ � i4 �d � a r a'�a
<br /> 5 ENCLOSURE CLASSIFICATION: ENCLOSED ir-o° ao�-o° r-a° �s s 5 5 5
<br /> 6. DESIGN MEETS INTERNATIONAL BUILDING CODE 2009&FLORIDA BUILDING CODE 201 O 1T-8" 12'-0" 6�'--s° -� 6 �-2-� 2 �°2 2
<br /> 11�_8�� I 14,.��� g�-° I 8 � c I 2 I c � 2
<br /> GENERAL NOTES - -,+�-8° � ,6,-0° 6�-6� ��s��I 3., � 3 �3 J 3
<br /> ` , 11�_B.�I 20,_�„ 6,_s� I..._.8 _,� 3 I 3 I 3
<br /> I DESIGN FOR MIN 2,500 PSI CONCRETE 11'-8" 24'-0" s'-6" 10 3 3 3 3
<br /> 2 ALL I1ELIX ANCt10R5 MUST MEET TF1E MINIMUM WORKING LOAD OF 3 I 50 Ibs.AND AN ULTIMATE LOAD OF I�.,„...,I___._m_,__I„.„,_„_._.I.___,I��
<br /> 11'_8" 30,_0" I 6'-6" I 12 4 � 4 4 4
<br /> 47251bs. 1t'-8" � 36'-0' s'-s' � 14 5 5 �_5__� 5
<br /> 3 IIELICAL ANCt10R5 FOR I 60mph WIND ZONES MUST MEET A MINIMUM WORKING LOAD OF 3484 Ibs. qp_g� � 40�-0" � s'�s° � 16 5 � 5 � 5 )s
<br /> AND AN ULTIMATE LOAD OF 5200 Ibs. 11'-e° � 44'-0" � 6'-6° 16 � 6 � 6 � 6 � 6
<br /> 4 ANCI10R5 MUST BE INSTALLED TO MANUFACTURERS RECOMMENDATIONS ANY BENDING OR DAMAGE i��.g^ 50'-0^ 6'-6^ 18 6 6 6 ,s
<br /> CAUSED UPON INSTALLATION WILL VOID ANCt10R AND MUST BE DISCARDED 13'-0° 14'-0" 6'-6° 9 2 2 2 2
<br /> 5. CONTRACTOR St1ALL VISIT TI1E SITE AND TFIOROUGHLY FAMILIARIZE Tt1EM5ELF WITIi EXISTING v t3'-o° � 1s'-o"���s'-6° 9 M 3 � 3 3 � 3
<br /> CONDITIONS CONTRACTOR IS RESPONSIBLE FOR MEETING SOIL CLASSIFICATION FOR SIZING FIELICAL j3'-o"�� 20'-0" 6'-6" �'Y 12 � 3 �3 �3
<br /> ANCHORS PER MANUFACTURER'S REQUIREMENTS 13'-0° � 24'-0" 6'-6"�� 15 � 4 � 4 ( 4 � 4
<br /> 6 O N E A N C F I O R S H A L L B E P L A C E D A T E A C F i B U I L D I N G C O R N E R WI T F II N I 2"OF CORNER 13'-0^ � 30'-0" 6'-6^ � 18 � 4 I 4 � 4 �
<br /> 7 ANY REQUIRED INTERMEDIATE ANCI10R5 St1ALL BE PLACED EQUAL DISTANCES APART PROM EACIi OThER. �3'-0" � 36'-0�� 6'-6" 21 � 5 � s ( s , s
<br /> b Tt1E ANGt10R MUST BE IN TF1E SITE SOIL GLASS IN WHICFi TI1E LOAD REQUIREMENTS WERE SET 13'-0" � 40�-0" � 6'-6"� 24�� s � 6 �6 �6
<br /> 9 USE TIE-DOWN ENGINEERING(OR COMPARABLE) I/2"X 30"GROUND ANCFIOR WITI1 SINGLE 4"HELIX OR �3'-0° aa�-o° � 6'-s° �� 2a � s � s ( s �s
<br /> � 5/8"DIA.X 40"AND 48"GROUND ANCt10R WITti SING�E 6"FIELIX 13'-0^ �50'-0^ 6'-6° 27 7 7 7 7
<br /> I O FOR I 60mph WIND ZONES USE TIE-DOWN ENGINEERING(OR COMPARABLE)MODEL#59090 3/4"DIAM. �3'-B" 14'-0" 6'-6° 12 2 2 2 2
<br /> _ x 36"WITFi A DOUBLE 4"HELIX(USE IN SOIL CLASSES 2)OR MODEL#59250 5/8"DIAM.x 30"WITFi A 6" -------�-------
<br /> IIELIX AND A 4"IIELIX(USE IN SOIL CLASSES 3�4) 13'-e" � 16_-0° _� fi'-6' � 12 � 3 � 3 � 3 3
<br /> I I INSTALLATION OF Tt1E ANCHORS MUST MEET ALL AT REQUIREMENTS AS SPECIFIED BY TIE DOWN ?3'-8° � 20�-0"�-� s�-s� � ,s � 3 �a( s'�s
<br /> • ENGINEERING, INC TO INCLUDE REQUIREMENTSINS FOR SPACING AND SITE SPEGIFIC SOIL CONDITIONS �3'-a" �2a'-o° � s'-s°�'�'µ'20 �� 4 � a � 4 �
<br /> I 2. MAXIMUM STRUCTURE IIEIGIIT IS I 2 FEET 13'-B" � 30'-0" � 6'-6" � 24 � 5 � 5 I 5 � 5
<br /> I 3 NUMBER OF ANCFiORS LISTED IN ANCIIOR SCIIEDULE ARE THE MINIMUM REQUIRED NUMBER OF 13'-8" � 36'-0'� 6'-6" �28 � 5 � 5 5 �5
<br /> ANCF10R5 TO RUN DOWN EACti SIDE WALL(TF1E TOTAL NUMBER OF ANGY10R5 REQUIRED PER BUILIDING �3'-8" � 40'-0" 6'-6� 32 �6 �'6 6 �s
<br /> WOULD BE 2X TI1E NUMBER LISTED IN Tt1E 5Ct1EDULE) �3'-s" �_^a4'�o" � s'-s° 32 � s � s s 6
<br /> " �13'_8" 50'_0" 6'-6° 36 7 7 7 7
<br /> DESIGNED FOR.
<br /> ��1�3ir� Colcraft Inc.
<br /> P o Box 136 �Ianey Associates, Inc.
<br /> y/ Stillmore, GA 30464 Engineering 8z Construction Planning
<br /> %J
<br /> PROJECT NUMBER. P.o.Box 348,Six Mile,S.C.29682-Phane:864-646-7600 Alt#:864-634-1300
<br /> 2012EN890 ,
<br /> DATE July 17th, 201 2 ,
<br />
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