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<br /> MANUFACTURER'S REQUIREME�ITS TVpical Detai's for Concrete Instailations Rewsion Date:
<br /> Notes:
<br /> 07/I 7/2p I 2 Plan Update
<br /> � (2)-SIMPSON"113"@ 14"O.C.-
<br /> 3/I 6"GALVANIZED CABLE TIE (I I O-I 30mph)OR"SPF14"@ I 6"O.C.
<br /> DOWN EN6WEERING PAP�T r't� (I 50-I 60mph)AND(I) I/2"x4"LAG �i{1,
<br /> i;'l
<br /> #5 I 556(OR EQUIVALENT), ��;'4 BOLT TriRU BASE PLATE `a'
<br /> y,.1�
<br /> TIGIITEN TO 500 LBS OF TENSION � � DBI. 2x6 BLOCKING
<br /> 5/8"DIA. TNRU BOLT W'ITIi 2"WASHER,- ��I'(
<br /> ; �' '':.�`� REQUIRED FOR
<br /> MINUTE MAN MMA-I 8 OR EQUAL W/ > ` A449 GALVANIZED OR EQUIVALENT �" ThRU BOLT
<br /> 5/8"SIMPSON TITEN OR WEDGE-ALL �'��
<br /> EMBEDED 3"MIN. INSTALL A ���- .� `� AITACIIMENT.
<br /> � � I i O MPI1 WIND ZONE:- '�
<br /> MINIMUM OF 4"FROM SIAB EDGE. ✓'�`" "�'' 5/8"DIA.X 40"GROUND ANCFIOR WITti '
<br /> r,'j' SINGLE 6"IIELIX(MODEL�59060) �������;�� -
<br /> '' v�.�.-��,u_�;
<br /> " I 30 AND I 50 MPFi WIND ZONE: `��2, ✓
<br /> ��� ° 5/8"DIA. X 48"GROUND ANCFIOR WITH
<br /> �`�.���\ y �4 ` � SINGLE 6"FIELIX(MODEL#59065) •
<br /> ��\��
<br /> �C� \>,/�'�y��... ���... � ' I 60 MPIi WIND ZONE- � � ' Y'� i� ���•.
<br /> "'"`"`�' SEE GENERAL NOTE#I 0 � ���\.�"`� ��"�✓'
<br /> � �/��:vi� �j\\/
<br /> (SEE CFIART FOR QUANTITIES) �\, �\�j��4,���
<br /> ����;;���
<br /> Typical Details for Masonry Block Installations ��.:,,��,��`�
<br /> 3/I 6"GALVANIZED CABLE TIE ���\
<br /> DOWN ENGINEERING PART
<br /> #51 556(OR EQUIVALENT), '�t44 (2)-SIMPSON"F13"@ 14"O.C.—
<br /> TIGHTEN TO 500 LBS OF TENSION 1 m-.�_.,�.,.,,,,��;� �,4, (I I O-I 30mph)OR"SPFi4"@ I 6"O.C. ;/�
<br /> -=_""`;,t�--�::�';�`+�,,��, (I 50-I 60mph)AND(I) I/2"x4"LAG i���
<br /> USE(3)-3/I 6"GALVANIZED CIAMP f�"�`"'"`�' BOLT TNRU BASE PLATE `�`�i DBI. 2x6 BLOCKING
<br /> TIE DOWN EN6INEERING PART� � ''l'
<br /> #53806(OR EQUIVALENT) q • �,'!'�t REQUIRED FOR
<br /> 5/8"DIA. TFiRU BOLT WITF1 2"WASIIER, Ga`)i TI1Rl: BOLT
<br /> 4 x8"x9 6 A449 GALVANIZED OR EQUIVALEN� ATTACFIMENT.
<br /> gLG7CK �;'i
<br /> � I I 0 MPFi WIND ZONE � ,f�� �'
<br /> I/2"DIA.X 30"GROUND ANCIIOR WITH \,.\ �,�� \\�\� ��c,�\�\rs'`���� I 10 MPI1 WIND ZONE-�
<br /> -�•-_-_---,
<br /> SIN6LE 4"FIELIX (MODEL k59055 � � ���,< �' �� 5/8"DIAM..X 40"GROUND ANCHOR �'' _ `"^—="�---���
<br /> � �\� � �1L�/�-���`� WITN SINGLE 6"HELIX(MODEL#59060)
<br /> I 30 AND I 50 MPti WIND 20NE � �ii S,
<br /> 5/B"DIA.X 40"GROUND ANCHOR WITIi ���� ��r I 30 AND I 50 MPIi WIND ZONE-
<br /> SINGLE 6"IIELIX(MODEL lf59060) �'j� �r ,j 5/8"DIAM.. X 48"GROUND ANCI10R s��'''� `� 4'�B x1 6 �'�\.�>'"
<br /> I 60 MPH WIND ZONE �� �� WITH SINGLE 6"HELIX(MODEL#59065) ������ gCClCK ``�"
<br /> SEE GENERAL NOTE#I O ��� \�;� I 60 MPH WIND ZONE- � ���\�� ��� �
<br /> (SEE CIIART FOR QUANTITIES) ��f>-'' SEE GENERAL NOTE N I O ��� `�,������<�'�-L•
<br /> (SEE CFIART FOR QUANTITIES) �� �;���-�j
<br /> ���\�%.`���
<br /> 111LTI KWIK BOLT MIN. I/2"DIAM. WITIi 2x4 STUDS,SEE PLANS FOR SPACING
<br /> A 5.5°MINIMUM EMBEDMENT AND A�
<br /> I.75"MIN. EDGE DISTANCE.SPACE
<br /> ANCF10R5 AT 5'-O"O.C. FOR 6'-O"TO ANCHORING SCHEDULE
<br /> I O'-6"BUILDINGS, 4'-O"FOR I O'-6"TO 2x4 P.T. BOTTOM PLATE Building Butlding Mex.Block Number 110 130 150 16
<br /> I 4'-O"BUILDIN6S W�dth Length Specing of gldcks MPH MPH MPH MP
<br /> 6 0" 10-0" 7"6" 4 2 2 2 2
<br /> `c' � � ° - 2'-0" 7'-6' 4 2 2
<br /> Q
<br /> 6'0 7
<br /> � ��� � �T_ �` 8 0 8-0" 7'-6" 4 2 2 2 2
<br /> � i� 8,0 10,0" 7 6"
<br /> ��I�;^=�1 C . !l I • . , ; I : - • N 4 ? 2 -2 �2
<br /> _ 8'-� 12-0" 7•_6• 6 ____�
<br /> # • 2 2 2
<br /> � !i' I I �. ..-,� ` � 8'-0 14-0" 6 ----- z
<br /> �I�:,, ��6� 3 3 3 3
<br /> i�! : .�1 L - _ _ • 8'-0" 16-0" ��_s,� g 3 3� 3 3
<br /> ,. ��;,..:::L� �o•-a• io'-�, r_o-
<br /> 4 2 2 2 2
<br /> I 2" 10'-0• 12,-�• ' ��_p, —��S._._�._2.,_.2 2 2
<br /> Typical Anchorinq of a Floorles5 Fi���� 10�-°� 14`0� �`0" 6 3 3 3 s
<br /> dinqs to Concrete Slab Detail _10'=0• is�-o� r-o� s 'a 3 3 �3
<br /> 10'-0" 20'-0" 7'-0" 8 � 3 3 3 3
<br /> DESIGN PARAMETERS ���-a� _24�-0• '�_°� �—,°-�� ' ` "'
<br /> v 10'-0" 30'-D" 7'-0" � �2 5 5 5 5
<br /> I. WIND DESIGN PER ASCE 7-I O ���� 12�� ��-�� 6 2 2 2 2
<br /> 2. DESIGN WIND SPEED -I I OMPH- I 30MPH-I 50 MPH -I 60 MPH ���"`�14-c— ��'�� s���2 2 p y
<br /> 3. WIND EXPOSURE CATEGORIES: ?�'-�" is'-0^ r_p• 6 2 Z Z Z
<br /> I I Omph: B, C�D - 130mph: B, C 4 D - I 50mph: B, C 4 D - I 60mph: B E C " o^ 20 ��-��„ 8 3� 3 `3 3
<br /> 4. WIND IMPORTANCE FACTOR: ��'-�" 24'-0' 7'-0' I�10 3 �3 3 3
<br /> 5. ENCLOSURE CLASSIFICATION: ENCLOSED ?�'-o__'__ 30'-o'��~r-o'� 12 ^4.�V a I�''a �a
<br /> 6. DESIGN MEETS INTERNATIONAL BUILDING CODE 2009�FLORIDA BUILDING CODE 20I O ���� _ 36'-0" 7'-0" �4 � 4 4 4 4
<br /> ��11 0" 40'_0„ 7'-0" 16 5 5 5 5
<br /> GENERAL NOTES "`e° 12�-0� 6�-6� 6 2 2 2 2
<br /> 11'-8" tq'_0, y2 2 2 2
<br /> I_______.6',�6" 6
<br /> �. DESIGN FOR MIN 2,500 PSI CONCRETE ��e� �s���-� 6-6����_,6 � 3� 3 3 3
<br /> 2. ALL 11ELIX ANCHORS MUST MEET TF1E MINIMUM WORKING LOAD OF 3 I 50 Ibs. AND AN ULTIMATE LOAD �� e� �-20'-0^� 6'-6" e� 3 3 3_� 3
<br /> 4725 Ibs. >>'8" � 24��0^
<br /> OF A�._.___- 6�_6�. _ _10__� 3 .,3�. 3^ 3
<br /> 3. IIELICAL ANCHORS FOR I 60mph WIND ZONES MUST MEET A MINIMUM W O R K I N G L O A D O F 3 4 8 4 I bs. �� 8 30'-0^ 6'-6" � �i2' a 4 q q"
<br /> AND AN UL T I M A T E L O A D O F 5 2 0 0 I bs. >>'-8" � 3 6'-0" � 6'-6" 1 4 5 5 5 5
<br /> 4. ANCI10R5 MUST BE INSTALLED TO MANUFACTURERS RECOMMENDATIONS. ANY BENDING OR DAMAGE ��8��ao'-0^ 6'-s• 16 �5 5 5 5
<br /> CAUSED UPON INSTALLATION WILL VOID ANCf10R AND MUST BE DISCARDED. ���'e�� 44'-0" 6'-6"
<br /> 5. CONTRACTOR SHALL VISIT TNE SITE AND TFIOROUGIILY FAMILIARIZE TFIEMSELF WITH EXISTING ���8 50'-0"� s'-s° 16 6 �w 6'� 6 6
<br /> �8 6 6 6. g�
<br /> CONDITIONS. CONTRACTOR IS RESPONSIBLE FOR MEETING SDIL CLASSIFICATION FOR SIZING HELICAL -�3'-0" 14'-0^ 6'-6" g p 2 Z 2
<br /> ANCHORS PER MANUFACTURER'S REQUIREMENTS. 13'-�" �16'-0^ 6,6" � 9'�� 3 3 3 3�
<br /> 6. ONE ANCHOR SHALL BE PLACED AT EACFi BUILDING CORNER WIThiIN I 2"OF CORNER 13-0� ?0'-0" s�-s" ��p �� 3`�.3 `3µ�3
<br /> 7. ANY REQUIRED INTERMEDtATE ANCFIORS Sf1ALL BE PLACED EQUAL DISTANCES APART FROM EACIi OTt1ER. ,�__24 � ' 6'_s'��FY��"�-",' �""' --�
<br /> _____. � 15 .�.I 4 4 4
<br /> 8. TI1E ANCIIOR MUST BE IN THE SITE SOIL CLASS IN WHICH TF1E LDAD REQUIREMENTS WER�SET. 13 an � 36'-0^ � 6�_6• 28- ( 4 a a a
<br /> 9. USE TIE-DOWN ENGINEERING(OR COMPARABLE) I/2"X 30"GROUND ANCHOR WITIi SIN�LE 4"11ELIX OR 13`��..I. 40'�0^ s'-6" 2a � 6
<br /> 5/8"DIA.X 40"AND 48"6ROUND ANCHOR WITH SINGLE 6"HELIX �- ��"-- �I 5 � 5_ 5 5
<br /> I O. FOR I 60mph WIND ZONES USE TIE-D O W 13'-0" 44'-0"�6'-6" 'N��'�v'~—"""'I 6� 6 �6y
<br /> x 3 6"W I T H A D O UBLE 4"f1ELIX(USE IN SOIL CLASS S N2)OR MODEL#R 99250 ODEL#59090 3/4"DIAM. �����""""2 4-�6 6 6 6
<br /> . 13 0" 50 0" 6 6 27 7 7 7W 7
<br /> HELIX AND A 4"FIELIX(U 5 E I N S O I L C L A S S E S 3�4) 5/8"D I A M. x 3 0"W I T H A 6" 1 3�'8�� 1 4'-0" 6'_6" �z 2 2
<br /> I I. INSTALLATION OF THE ANCHORS MUST MEET ALL AT REQUIREMENTS AS SPECIFIED BY TIE DOWN 13 g I'�s��'�'�6 6 12 3 3 3 3
<br /> ENGWEERING, INC TO INCLUDE REQUIREMENTSINS FOR SPACING AND SITE SPECIFIC SOIL CONDITIONS 73 e� 2� o �6"�"" 76' � 3 � 3�I 3TT,s
<br /> I 2. MAX�MUM STRUCTURE HEIGIIT IS I 2 FEET �3'-B" 24'-0' � " �--6-
<br /> I 3. NUMBER OF ANCFiORS LISTED IN ANCIIOR SCt1EDULE ARE TI1E MINIMUM REQUIRED NUM �����u`6 6W 20 q q J q 4
<br /> ��.31'8�_I__30'-0"._�.61-6°__._I_._.Z4��5 5 I 5 5
<br /> ANCHORS TO RUN DOWN E A C H S I D E W A L L(T H E TOTAL NUMBER OF ANCHORS REQUIRED P R BUILIDING ~�13�-8 40'-o g�_g� 32 �}�6 6 �s W 6-
<br /> WOULD BE 2X THE NUMBER LISTED IN TI1E SCIIEDULE) �_���
<br /> LL�3'-g�' q4�_�.� 6'-6"_..��...�.,.3 2___..� 6 6 g"g
<br /> 13'-8" 5 0�_0,� _' 6-6" 36 7 '7" �._
<br /> DESIGNED FOR: �
<br /> �������� Colcraft Inc.
<br /> � P.O. Box 136
<br /> Stillmore, GA 30464 "�a'ney Associates, Inc•
<br /> PROJECT NUMBER: Engineering 8z Construction Planning
<br /> P.O.Box 348,Six Mile,S.C,29682-Phone:864-646-7600 Alt#:864-634-1300
<br /> 2012EN890
<br /> DATE: July 17th, 201 2
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